Drilldown: bridge data
From Indian River Lagoon Project
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- Event (169)
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- Waterbody (27)
- bridge (13)
- bridge data (1468)
- definition (254)
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Use the filters below to narrow your results.
'BOYNTON CANAL C-16 ' (1) ·
'C-15 CANAL ' (1) ·
'C-17 CANAL ' (1) ·
'C-18 CANAL ' (1) ·
'C-51 Canal ' (1) ·
'C. Stanley Weaver Canal ' (1) ·
'Canal ' (1) ·
'CLEAR LAKE ' (1) ·
'El Rio Canal E-4 ' (1) ·
'Lake Ida Road ' (1) ·
'LWDD E-4 CANAL ' (1) ·
'MAIN CANAL ' (1) ·
'Melbourne Tillman Canal ' (1) ·
'St Johns River Relief ' (1)
'AUSTRALIAN AVE NB ' (1) ·
'AUSTRALIAN AVE SB ' (1) ·
'CONGRESS AVE ' (1) ·
'EB SR60 ' (1) ·
'Hurley Blvd ' (1) ·
'Jupiter Blvd. ' (1) ·
'MILITARY TR. NB ' (1) ·
'MILITARY TR. SB ' (1) ·
'OLD DIXIE HWY ' (1) ·
'OUSLEY FARMS ROAD ' (1) ·
'PROSPERITY FARMS R' (1) ·
'SB I-95 (SR 9) ' (1) ·
'SR-415 ' (1) ·
'SR-60 WB ' (1) ·
'SR-786(PGA BLVD) ' (1) ·
'SR-808 (Glades Rd)' (1) ·
'WEST OCEAN DRIVE ' (1)
705909 (1) ·
705919 (1) ·
790198 (1) ·
884057 (1) ·
884059 (1) ·
930319 (1) ·
930356 (1) ·
930496 (1) ·
934116 (1) ·
934277 (1) ·
934299 (1) ·
934491 (1) ·
934911 (1) ·
934934 (1) ·
934935 (1) ·
935300 (1) ·
937707 (1)
'0.3MI N OF N. LAKE BLVD. ' (1) ·
'0.4MI E OF CONGRESS AVE ' (1) ·
'0.5MI S OF P.B. LAKES BLV' (1) ·
'0.7Mi N OF SR-804 ' (1) ·
'0.8Mi NORTH OF CR-804 ' (1) ·
'1 mi N of Malabar Road ' (1) ·
'1 mi S of Malabar Rd ' (1) ·
'1.1MI S OF LINTON BLVD ' (1) ·
'1.4 miles east of I-95 ' (1) ·
'At US-441 Southern Blvd ' (1) ·
'E Congress Ave & N SR 806' (1) ·
'PGA Blvd 2.3mi. W of TPK.' (1) ·
'SR-415 - St Johns Relief ' (1) ·
'SR-60 1.6MILES W. OF A1A ' (1) ·
'SR60 1.6Miles W. of A1A ' (1)
Bank is beginning to slump. River control devices and embankment protection have widespread minor damage. There is minor stream bed movement evident. Debris is restricting the channel slightly. (1) ·
Bank protection is in need of minor repairs. River control devices and embankment protection have a little minor damage. Banks and/or channel have minor amounts of drift. (1) ·
Banks are protected or well vegetated. River control devices such as spur dikes and embankment protection are not required or are in a stable condition. (1) ·
N/A (1)
Bridge foundations determined to be stable for assessed or calculated scour condition. Scour is determined to be within the limits of footing or piles (Example B) by assessment (i.e.,bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge), by calculations or by installation of properly designed countermeasures (1) ·
Bridge foundations determined to be stable for the assessed or calculated scour condition. Scour is determined to be above top of footing (Example A) by assessment (i.e., bridge foundations are on rock formations that have been determined to resist scour within the service life of the bridge4), by calculation or by installation of properly designed countermeasures (1) ·
Bridge not over waterway. (1)
Showing below up to 17 results in range #1 to #17.
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